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Mechanical Properties and Microstructure of Class C Fly Ash-Based Geopolymer Paste and Mortar
This paper presents workability, compressive strength and microstructure for geopolymer pastes and mortars made of class C fly ash at mass ratios of water-to-fly ash from 0.30 to 0.35. Fluidity was in the range of 145–173 mm for pastes and 131–136 mm for mortars. The highest strengths of paste and m...
Autores principales: | , , , |
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Formato: | Online Artículo Texto |
Lenguaje: | English |
Publicado: |
MDPI
2013
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Materias: | |
Acceso en línea: | https://www.ncbi.nlm.nih.gov/pmc/articles/PMC5452326/ https://www.ncbi.nlm.nih.gov/pubmed/28809222 http://dx.doi.org/10.3390/ma6041485 |
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author | Li, Xueying Ma, Xinwei Zhang, Shoujie Zheng, Enzu |
author_facet | Li, Xueying Ma, Xinwei Zhang, Shoujie Zheng, Enzu |
author_sort | Li, Xueying |
collection | PubMed |
description | This paper presents workability, compressive strength and microstructure for geopolymer pastes and mortars made of class C fly ash at mass ratios of water-to-fly ash from 0.30 to 0.35. Fluidity was in the range of 145–173 mm for pastes and 131–136 mm for mortars. The highest strengths of paste and mortar were 58 MPa and 85 MPa when they were cured at 70 °C for 24 h. In XRD patterns, unreacted quartz and some reacted product were observed. SEM examination indicated that reacted product has formed and covered the unreacted particles in the paste and mortar that were consistent with their high strength. |
format | Online Article Text |
id | pubmed-5452326 |
institution | National Center for Biotechnology Information |
language | English |
publishDate | 2013 |
publisher | MDPI |
record_format | MEDLINE/PubMed |
spelling | pubmed-54523262017-07-28 Mechanical Properties and Microstructure of Class C Fly Ash-Based Geopolymer Paste and Mortar Li, Xueying Ma, Xinwei Zhang, Shoujie Zheng, Enzu Materials (Basel) Article This paper presents workability, compressive strength and microstructure for geopolymer pastes and mortars made of class C fly ash at mass ratios of water-to-fly ash from 0.30 to 0.35. Fluidity was in the range of 145–173 mm for pastes and 131–136 mm for mortars. The highest strengths of paste and mortar were 58 MPa and 85 MPa when they were cured at 70 °C for 24 h. In XRD patterns, unreacted quartz and some reacted product were observed. SEM examination indicated that reacted product has formed and covered the unreacted particles in the paste and mortar that were consistent with their high strength. MDPI 2013-04-09 /pmc/articles/PMC5452326/ /pubmed/28809222 http://dx.doi.org/10.3390/ma6041485 Text en © 2013 by the authors. Licensee MDPI, Basel, Switzerland. This article is an open access article distributed under the terms and conditions of the Creative Commons Attribution license (http://creativecommons.org/licenses/by/3.0/). |
spellingShingle | Article Li, Xueying Ma, Xinwei Zhang, Shoujie Zheng, Enzu Mechanical Properties and Microstructure of Class C Fly Ash-Based Geopolymer Paste and Mortar |
title | Mechanical Properties and Microstructure of Class C Fly Ash-Based Geopolymer Paste and Mortar |
title_full | Mechanical Properties and Microstructure of Class C Fly Ash-Based Geopolymer Paste and Mortar |
title_fullStr | Mechanical Properties and Microstructure of Class C Fly Ash-Based Geopolymer Paste and Mortar |
title_full_unstemmed | Mechanical Properties and Microstructure of Class C Fly Ash-Based Geopolymer Paste and Mortar |
title_short | Mechanical Properties and Microstructure of Class C Fly Ash-Based Geopolymer Paste and Mortar |
title_sort | mechanical properties and microstructure of class c fly ash-based geopolymer paste and mortar |
topic | Article |
url | https://www.ncbi.nlm.nih.gov/pmc/articles/PMC5452326/ https://www.ncbi.nlm.nih.gov/pubmed/28809222 http://dx.doi.org/10.3390/ma6041485 |
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